<abstract xmlns="http://www.w3.org/1999/xhtml">

<p>Internal erosion is a phenomenon that occurs in soils constituting hydraulic structures under the influence of internal flow. This erosion occurs because of pipe erosion which becomes widespread, leading in some cases to the rupture of the structure. Soils susceptible to piping, generally have particle size instability. This study aims to provide an empirical understanding of the initiation and development of erosion in coarse soil obtained near Biskra’s dam in Algeria. To assess the soil’s dispersiveness chemical analyses such as SAR and PS were conducted, as well as the particle size criteria were verified. The soil was examined in-depth using a double hydrometer test along with Crumb tests. A Hole Erosion Test (HET) device is developed to investigate the effect of certain parameters, such as the compaction degree and the hole diameter on internal erosion’s onset and progression. The results have shown the instability of the soil toward internal erosion given the considerably eroded particles. furthermore, an inverse relationship between the eroded particles mass and the degree of compaction and the initial hole’s diameter is observed.</p>
</abstract>

Internal erosion is a phenomenon that occurs in soils constituting hydraulic structures under the influence of internal flow. This erosion occurs because of pipe erosion which becomes widespread, leading in some cases to the rupture of the structure. Soils susceptible to piping, generally have particle size instability. This study aims to provide an empirical understanding of the initiation and development of erosion in coarse soil obtained near Biskra’s dam in Algeria. To assess the soil’s dispersiveness chemical analyses such as SAR and PS were conducted, as well as the particle size criteria were verified. The soil was examined in-depth using a double hydrometer test along with Crumb tests. A Hole Erosion Test (HET) device is developed to investigate the effect of certain parameters, such as the compaction degree and the hole diameter on internal erosion’s onset and progression. The results have shown the instability of the soil toward internal erosion given the considerably eroded particles. furthermore, an inverse relationship between the eroded particles mass and the degree of compaction and the initial hole’s diameter is observed.

Assessment of Coarse Soil’s Stability Towards Internal Erosion Case of Biskra’s Dam Soil

Civil and Environmental Engineering

This work is licensed under the Creative Commons Attribution 4.0 International License.

Internal erosion is a phenomenon that occurs in soils constituting hydraulic structures under the influence of internal flow. This erosion occurs because of...

Assessment of Coarse Soil’s Stability Towards Internal Erosion Case of Biskra’s Dam Soil

Pubblicato online: 26 giu 2024

Pagine: 332 - 348

DOI: https://doi.org/10.2478/cee-2024-0026

Parole chiave
Hydraulic structures, Coarse soil, Internal erosion, HET, Pipe

© 2024 Adel Belmana et al., published by Sciendo

This work is licensed under the Creative Commons Attribution 4.0 International License.

Assessment of Coarse Soil’s Stability Towards Internal Erosion Case of Biskra’s Dam Soil

Pubblicato online: 26 giu 2024

Pagine: 332 - 348

DOI: https://doi.org/10.2478/cee-2024-0026

Parole chiaveHydraulic structures, Coarse soil, Internal erosion, HET, Pipe

© 2024 Adel Belmana et al., published by Sciendo

This work is licensed under the Creative Commons Attribution 4.0 International License.

Parole chiave
Hydraulic structures, Coarse soil, Internal erosion, HET, Pipe